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Title: 上町断層帯の予測地震動に対する超高層建物の平面骨組モデルによる解析
Authors: Su, Zhongyu
佐藤, 浩太郎  KAKEN_name
川辺, 秀憲  KAKEN_name
吹田, 啓一郎  KAKEN_id
林, 康裕  kyouindb  KAKEN_id  orcid (unconfirmed)
佐藤, 篤司  KAKEN_name
Author's alias: [checking]
Sato, Kotaro
Kawabe, Hidenori
Suita, Keiichiro
Hayashi, Yasuhiro
Sato, Atsushi
Keywords: 超高層建物
High-rise building
Uemachi Faults
Maximum story drift
Plane frame
Seismic response analysis
Issue Date: Feb-2010
Publisher: 日本建築学会
Journal title: 日本建築学会技術報告集
Volume: 16
Issue: 32
Start page: 75
End page: 80
Abstract: Seismic response of two high-rise buildings, 75m and 150m height, subjected to ground motions predicted for Uemachi Fault was investigated by numerical analysis to estimate plastic deformation demand on steel structural members. From the result, the inelastic response of the structure under Uemachi Fault was larger than the response of conventional ground motions. The maximum ductility factor and cumulative plastic rotation of the story and the plastic hinges at beam ends are obtained. These values are same or more than maximum response obtained from predicted long-period ground motions for Tonankai earthquake.
Rights: 日本建築学会
DOI(Published Version): 10.3130/aijt.16.75
Appears in Collections:Journal Articles

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